70-92 Boston Street - Supplemental Site Investigation Summary Report - Appendix C - November 2005 APPENDIX C
TEST PIT LOGS
Supplemental Site investigation Summary Report November 2005
i
Project: Flynntan Date/Time: Sheet 1 of 1
TRC Test Pit Log Project No.: 28367-0110-0000 06/14/05-0920.
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number:
Tire-mounted backhoe/City of Salem TP-1
i
Reach/Capacity. Total Depth: Piezometer Installed?
12 ft./%yard bucket -3' 0 Yes ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast,65 deg F-Rain Top of Pit
Sample
Depth Number Stratigra hic Description REMARKS:
2" Bituminous concrete(asphalt)
1 2"-3' yellowish brown,dry,medium to coarse SAND, little gravel, PID=0 ppm
trace-boulders and brick(fill material)
2
3
Bottom of Excavation at approximately 3'below existing
4 ground surface.
5
6
7
8
9
i
I
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
I I�- 7'0 I Cobble 76-203 mm 3-8 in.
�r Trace(TR.) 0-10% C.Gravel 19-76 mm 3/4-3 in.
5' �fF�rIF{�Fflrllllffrl ! Little LI. 10.20%( ) F.Gravel 4.75-19 mm 3/16-3!4 in.
Some(SO.) 20-35% C.Sand 2.0,4.75 mm 5/64-3/16 in.
1 And 35-50% M.Sand 0.4-2.0 mm 1/64-5/64 in.
F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 mm
Vol.=3_9 cu.yd. Clay <0.002 mm
I
I
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fProject: Flynntan Date/Time: Sheet 1 of 1
TRC Test Pit Log I Project No.: 28367-0110-0000 06/14/05-1000
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number:
Tire-mounted backhoe I City of Salem TP-2
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./%yard bucket I —5' ❑ Yes ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast,65 deg F-Rain Top of Pit
Sample
Depth Number Stratigraphic Description REMARKS:
2" Bituminous concrete(asphalt)
1 2"-1.5 yellowish brown,dry, medium to coarse SAND,some PID=0 ppm
brick rubble(20%), little ash
1.5'-5'yellowish brown,dry,medium to coarse SAND, little
gravel,trace cobbles and brick
2
3
4
5
Bottom of Excavation at approximately 5'below existing
6 ground surface.
7
8
9
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
51 Cobble 76-203 mm 3-8 in.
I♦_ —�I Trace(TR.) 0-10% C.Gravel 19-76 mm 314-3 in.
5° Little(LI.) 10-20% F.Gravel 4.75-19 mm 3116-314 in.
Some(SO.) 20-35% C.Sand 2.0-4.75 mm 5164-3/16 in.
And 35-50% M.Sand 0.4-2.0 mm 1164-5/64 in.
F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 mm
Vol.=4_6 cu.yd. Clay <0.002 mm
F gAwiuwordkemplate\testpitdot
rRC Project: Flynntan Date/Time: Sheet 1 of 1
Test Pit Log Project No.: 28637-00110-00000 06/14/05 1040
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number:
Tire-mounted backhoe/City of Salem Tp-3
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./1%yard bucket -7' ❑ Yes_ ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast, 65 deg F-Rain Top of Pit
Sample
Depth Number Stratigra hic Description REMARKS:
2" Asphalt
1 2"-7' yellowish brown,dry,medium to coarse SAND, little gravel, PID=0 ppm
trace brick
2
3
4
5 Rusted metal lid at approximately 5'below existing ground
Surface. -
6 .
7
Bottom of Excavation at approximately 7'below existing
8 ground surface.
9
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
♦_ 10, I Cobble 76-203 mm 3-8 in.
+ Trace(TR.) 0-10% C.Gravel 19-76 mm 3/4-3 in.
5' Little(LI.) 10-20% R.Gravel 4.75-19 mm 3/16-314 in.
— Some(SO.) 20-35% C.Sand 2.0-4.75 mm 5164-3/16 in.
♦ And 35-50% M.Sand 0.4-2.0 mm 1/64-5/64 in.
I F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 mm
Vol.=12.9 cu.yd. Clay <0.002 mm
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rRC Project: Flynntan Date/Time: Sheet 1 of 1
Test Pit Log I_Project No.: 28367-0110-00000 06/14/05/1200
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number:
Tire-mounted backhoe/City of Salem TP4
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./%yard bucket --8.5' ❑ Yes ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast,65 deg F-Rain Top of Pit
Sample
Depth Number Stratigraphic Description REMARKS:
2" Bituminous concrete(asphalt)
1 2"-8' brown,dry, medium to coarse SAND, little gravel,trace PID=0 ppm
brick
2
3
4
5
6
7
8 8'- brown medium to coarse SAND,some gravel, petroleum PID=5 ppm
stainino noted
9 Bottom of Excavation at approximately 8.5'below existing
ground surface.
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
-USED Boulder >300 mm >12 in.
7' Cobble 76-203 mm 3-8 in.
♦ I~—/ —�I Trace(TR..) 0-10% C.Gravel 19-76 mm 314-3 in.
5' f/tlt�f IflFI�Ffrf�f!! Little(Lt.) 10-20% F.'Gravel 4.75-19 mm 3M6-314 in.
0
,.,..../..f.Ji. Some(SO.) 20-35/a C.Sand 2.0-4.75 mm 5164-3116 in.
And. 35-50% M.Sand 0.4-2.0 mm 1/64-5/64 in.
1 F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 mm
Vol.=11 cu.yd. Clay <0.002 mm
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